Bowles, J. E., 1996. Foundation analysis and design: McGraw-Hill Book Company. California Seismic Safety Commission.
1996.
Chen, Z., Hutchinson, T.C. and Raychowdhury, P., 2010. “Effects of foundation configuration variation on seismic response
of moment-frame buildings”. In Structures Congress 2010: 19th Analysis and Computation Specialty Conference (pp. 105-
116).
Desai, C.S., Phan, H.V. and Perumpral, J.V., 1982. “Mechanics of three-dimensional soil-structure interaction”. Journal of
the Engineering Mechanics Division, 108(5), pp[32] .731-747
Gazetas, G. and Mylonakis, G. (1998). “Seismic soil-structure interaction: new evidence and emerging issues”.
Geotechnical Earthquake Engineering and Soil Dynamics III
Gouasmia, A. and Djeghaba, K., 2010. “Direct Approach to Seismic Soil–Structure–Interaction Analysis–Building Group
Case”. Statybin? s Konstrukcijos ir Technologijos, 2(1), pp.22-30.
Hokmabadi, A.S., Fatahi, B. and Samali, B., (2014). “Physical modeling of seismic soil-pile-structure interaction for
buildings on soft soils”. International Journal of Geomechanics, 15(2), p.04014046.
Kramer, S. L. (1996). “Geotechnical earthquake engineering”, Prentice Hall, Upper Saddle River, NJ.
Logan, D.L., 2002. “Finite element method”. Brooks/Cole, CA, USA.
Mirhashemian, P., Khaji, N. and Shakib, H., 2009. “Soil-structure interaction (SSI) analysis using a hybrid spectral
element/finite element (SE/FE) approach”. Journal of Seismology and Earthquake Engineering, 11(2), pp.83-95
Mylonakis, G. and Gazetas, G., (2000). “Seismic soil-structure interaction: beneficial or detrimental?”. Journal of
Earthquake Engineering, 4(3), pp.277-301.
National Institute of Standards and Technology (NIST), (2012). “Soil-Structure Interaction for Building Structures”, GCR
12-917-21, Gaithersburg, Maryland.
Nguyen, Q.V., (2017). “Effects of foundation characteristics and building separation gap on seismic performance of midrise
structures incorporating soil-foundation-structure-interaction “(Doctoral dissertation).
Nguyen, Q.V., 2017. Effects of foundation characteristics and building separation gap on seismic performance of mid-rise
structures incorporating soil-foundation-structure-interaction (Doctoral dissertation).
Raychowdhury, P., 2008. Nonlinear winkler-based shallow foundation model for performance assessment of seismically
loaded structures (Doctoral dissertation, UC San Diego).
Tabatabaiefar, H.R. and Massumi, A., 2010. “A simplified method to determine seismic responses of reinforced concrete
moment resisting building frames under influence of soil–structure interaction”. Soil Dynamics and Earthquake
Engineering, 30(11), pp.1259-1267.
Tabatabaiefar, S.H.R., 2012. Determining seismic response of mid-rise building frames considering dynamic soil-structure
interaction, Doctoral dissertation.Boudaa, S., Khalfallah, S. and Bilotta, E., (2019). “Static interaction analysis between
beam and layered soil using a two-parameter elastic foundation”. International Journal of Advanced Structural
Engineering, 11(1), pp.21-30.
Veletsos, A.S. and Meek, J.W., 1974. “Dynamic behaviour of building‐foundation systems”. Earthquake Engineering &
Structural Dynamics, 3(2), pp.121-138.
Widad, B., Salah, K. and Souad, B., (2019). “Soil non-homogeneity and soil-structure interaction effects on beam
vibrations”. Proceedings of the Institution of Civil Engineers-Structures and Buildings, pp.1-10.
Winkler, E., (1867). “Die Lehre von der Elasticitaet und Festigkeit: mit besonderer Rücksicht auf ihre Anwendung in der
Technik für polytechnische Schulen”, Bauakademien, Ingenieue, Maschinenbauer, Architecten, etc (Vol. 1). Dominicus.
Wolf, J.P. (1985). “Dynamic Soil-Structure Interaction”, Prentice-Hall Inc., Englewood Cliffs, New Jersey.
Yokoyama, T., 1996. Vibration analysis of Timoshenko beam-columns on two-parameter elastic foundations. Computers &
Structures, 61(6), pp.995-1007.